A COMBINED NON-LINEAR ANALYTICAL METHOD FOR A SPACE FRAME USING ONE DIMENSIONAL FINITE ELEMENT METHOD
Author:
Affiliation:
1. T.R.I., Hazama Corp.
2. Dept. of Architecture and Civil Engineering, Faculty of Engineering, Shinshu Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/61/490/61_KJ00004100582/_pdf
Reference4 articles.
1. 5) MURTHA-SMITH E. Alternate Path Analysis of Spase Trusses for Progressive Collapse. Journal of Structural Engineering. (1988) vol.114, no.9, p.1978-1999.
2. 6) HILL C. D. Post-Buckling Analysis of Steel Space Trusses. Jour. of Struc. Eng., ASCE. (1989) vol.Vol.115, p.900-919.
3. DYNAMIC COLLAPSE OF WEAK-BEAM PLANAR FRAMES SUBJECTED TO CYCLIC GROUND MOTION
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